| dc.contributor.author |
Mittal, Ravi Kant |
|
| dc.date.accessioned |
2022-04-12T08:55:33Z |
|
| dc.date.available |
2022-04-12T08:55:33Z |
|
| dc.date.issued |
2015 |
|
| dc.identifier.uri |
https://studylib.net/doc/8178418/simplified-procedure-for-calculating-bearing-capacity-of |
|
| dc.identifier.uri |
http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/4170 |
|
| dc.description.abstract |
This paper presents a simple and general procedure for calculating the bearing capacity of
shallow foundations valid for strip, square, rectangular and circular footings; in
cohesionless soils. As per Indian Standard IS:6403, 1981, the method of analysis (
general shear failure; local shear failure; or interpolation between the two) is decided on the basis
of relative density of soil Dr for computing the bearing capacity. This is time consuming and requires precision at every step; more so if Dr is between 20% to 70% and interpolation is needed |
en_US |
| dc.language.iso |
en |
en_US |
| dc.publisher |
EJGE |
en_US |
| dc.subject |
Civil Engineering |
en_US |
| dc.subject |
Bearing capacity |
en_US |
| dc.subject |
Shallow foundation |
en_US |
| dc.subject |
Regression |
en_US |
| dc.title |
Simplified Procedure for Calculating Bearing Capacity of Cohesionless Soil using Standard Penetration Test as an alternative to the I S 6403 Method |
en_US |
| dc.type |
Article |
en_US |